public override void Command2(SubMenuBase menu)
{
var saveFileDialog = new Microsoft.Win32.SaveFileDialog()
{
Filter = "Result Files (*.calc)|*.calc",
};
if (saveFileDialog.ShowDialog() != true)
{
return;
}
GlobalInfo globalInfo = GlobalInfo.GetInstance();
//StruCalsParas中塔位数据，是在点击这个塔位的页面后才加载的GlobalInfo中，
//下面代码针对的是，没有打开这个塔位的页面而直接进行计算的情况
if (globalInfo.StruCalsParas.Where(item => item.TowerName == ((SubMenuBase)menu).Title && item.SequenceName == ((StrCalsModuleSubMenu)menu).Sequence).Count() <= 0)
{
if (((StrCalsModuleSubMenu)menu).Sequence == "")
{
ProjectUtils.GetInstance().ReadStruCalsTowerParas(((SubMenuBase)menu).Title);
}
else
{
ProjectUtils.GetInstance().ReadStruCalsTowerParas(((SubMenuBase)menu).Title, ((StrCalsModuleSubMenu)menu).Sequence);
}
}
StruCalsParasCompose paras = globalInfo.StruCalsParas.Where(para => para.TowerName == ((SubMenuBase)menu).Title && para.SequenceName == ((StrCalsModuleSubMenu)menu).Sequence).FirstOrDefault();
if (paras == null)
{
return;
}
ConvertSpecToWorkCondition(paras.Template, paras.WorkConditions, true);
string path = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 5);
for (int i = 0; i < paras.HPSettingsParas.Count(); i++)
{
LoadComposeBase loadCompose;
if (paras.BaseParas.Type == TowerTypeEnum.LineTower)
{
loadCompose = new LoadComposeLineTower(paras.BaseParas, paras.LineParas.ToArray(), paras.HPSettingsParas[i], paras.Template, paras.ElectricalLoadFilePath);
}
else if (paras.BaseParas.Type == TowerTypeEnum.LineCornerTower)
{
loadCompose = new LoadComposeLineCornerTower(paras.BaseParas, paras.LineParas.ToArray(), paras.HPSettingsParas[i], paras.Template, paras.ElectricalLoadFilePath);
}
//剩下的都属于耐张塔
else
{
loadCompose = new LoadComposeTensionTower(paras.BaseParas, paras.LineParas.ToArray(), paras.HPSettingsParas[i], paras.Template, paras.ElectricalLoadFilePath);
}
paras.ResultPointLoad.AddRange(loadCompose.LoadCaculate(path));
}
}
public void TestMethod6()
{
var openFileDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "DLL Files (*.dll)|*.dll"
};
if (openFileDialog.ShowDialog() != true)
{
return;
}
var openTemplateDialog = new Microsoft.Win32.OpenFileDialog()
{
Filter = "Excel Files (*.xlsx)|*.xlsx"
};
if (openTemplateDialog.ShowDialog() != true)
{
return;
}
var saveFileDialog = new Microsoft.Win32.SaveFileDialog()
{
Filter = "Dat Files (*.dat)|*.dat",
};
if (saveFileDialog.ShowDialog() != true)
{
return;
}
DES.DesDecrypt(openFileDialog.FileName, saveFileDialog.FileName, "12345678");
TowerTemplateReader TemplateReader = new TowerTemplateReader(TowerTypeEnum.CornerTower);
Mode.TowerTemplate template = TemplateReader.Read(saveFileDialog.FileName);
StruCalseBaseParas formulaParas = new StruCalseBaseParas();
formulaParas.Type = TowerTypeEnum.CornerTower;
formulaParas.LoadRatio = 1;
formulaParas.IsMethod1Selected = false;
//结构重要性系数
formulaParas.R1Install = 1.0f;
formulaParas.R0Normal = 1.1f;
//荷载分项系数
formulaParas.RGBad = 1.2f;
formulaParas.RGGood = 1.00f;
formulaParas.RQ = 1.4f;
//formulaParas.RGCheck01 = 1.3f;
//可变荷载组合系数
formulaParas.VcFNormal = 1f;
formulaParas.VcFInstall = 0.9f;
formulaParas.VcFBroken = 0.9f;
formulaParas.VcFUnevenIce = 0.9f;
formulaParas.VcFCheck = 0.75f;
//其他参数
formulaParas.WindAdjustFactor = 1f;
formulaParas.OtherWindAdjustFactor = 1.00f;
formulaParas.DynamicCoef = 1.1f;
formulaParas.LiftCoefJumper = 2f;
formulaParas.TempStayWireAngle = 45f;
formulaParas.TractionAgnle = 20f;
formulaParas.IsMethod1Selected = false;
//formulaParas.RA = 1.5f;
StruLineParas[] lineParas = new StruLineParas[] {
new StruLineParas
{
TstringNum = 0,
WireExtraLoad = 4,
TwireExtraLoad = 0,
AnchorTension = 47.49f,
TemporaryTension = 10f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.05f,
PulleyTensionDif = 0,
},
new StruLineParas
{
TstringNum = 0,
WireExtraLoad = 4,
TwireExtraLoad = 0,
AnchorTension = 47.49f,
TemporaryTension = 10f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.05f,
PulleyTensionDif = 0,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
new StruLineParas
{
TstringNum = 1,
WireExtraLoad = 12,
TwireExtraLoad = 6,
AnchorTension = 412.14f,
TemporaryTension = 40f,
AngleMin = 20f,
AngleMax = 40f,
isTurnRight = true,
DrawingCoef = 1.1f,
PulleyTensionDif = 50,
},
};
List <HangingPointParas> normalList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "常规",
Points = new string[] { "11", "13" }
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "常规",
Points = new string[] { "40", "42" }
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
StringType = "常规",
Points = new string[] { "1511", "1513", "1601", "1603" }
},
new HangingPointParas()
{
Index = 4,
WireType = "中导",
StringType = "常规",
Points = new string[] { "1060", "1062" }
},
new HangingPointParas()
{
Index = 5,
WireType = "右导",
StringType = "常规",
Points = new string[] { "1600", "1602", "1510", "1512" }
},
};
List <HangingPointParas> normalTList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左地",
StringType = "无跳线"
},
new HangingPointParas()
{
Index = 2,
WireType = "右地",
StringType = "无跳线",
},
new HangingPointParas()
{
Index = 3,
WireType = "左导",
StringType = "I串",
Points = new string[] { "1481", "1483" }
},
new HangingPointParas()
{
Index = 4,
WireType = "中导",
StringType = "I串",
Points = new string[] { "490", "492" }
},
new HangingPointParas()
{
Index = 5,
WireType = "右导",
StringType = "I串",
Points = new string[] { "1480", "1482" }
},
};
List <HangingPointParas> intallTList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "1481", "1483" }
},
new HangingPointParas()
{
Index = 2,
WireType = "中导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "490", "492" }
},
new HangingPointParas()
{
Index = 3,
WireType = "右导",
StringType = "I串",
Array = "第a组",
Points = new string[] { "1480", "1482" }
},
};
List <HangingPointParas> turingList = new List <HangingPointParas>()
{
new HangingPointParas()
{
Index = 1,
WireType = "左导",
StringType = "I串",
Points = new string[] { "1511", "1513", "1601", "1603" }
},
new HangingPointParas()
{
Index = 2,
WireType = "中导",
StringType = "I串",
Points = new string[] { "1040", "1042", "1050", "1052" }
},
new HangingPointParas()
{
Index = 3,
WireType = "右导",
StringType = "I串",
Points = new string[] { "1600", "1602", "1510", "1512" }
},
};
HangingPointSettingParas ratioParas = new HangingPointSettingParas
{
BLTQ = 0.5f,
BLTH = 0.5f,
BLTZ = 0,
BLDZTQ = 0.5f,
BLDZTH = 0.5f,
BLDZTZ = 0,
IsTuringPointSeleced = true,
NormalXYPoints = normalList,
NormalZPoints = normalTList,
InstallXYPoints = intallTList,
InstallZPoints = intallTList,
TurningPoints = turingList,
};
LoadComposeTensionTower loadCornerTower = new LoadComposeTensionTower(formulaParas, lineParas, ratioParas, template, openTemplateDialog.FileName);
string filePath = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "calc";
loadCornerTower.CalculateLoadDistribute(filePath);
string filePath2 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "div";
List <StruCalsPointLoad> loadList = loadCornerTower.CalsPointsLoad(filePath2);
string filePath3 = saveFileDialog.FileName.Substring(0, saveFileDialog.FileName.Length - 3) + "load";
loadCornerTower.GenerateLoadFile(filePath3, loadList);
}
